Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Civil And Construction
Eprocure
Opening Date10 Feb 2020
Closing Date24 Feb 2020
Tender Amount₹ 4,19,44,412
Costs
EMD
₹ 8,39,000Document Cost
₹ 7,500Tender Fee
Refer Documents
Summary
Pmgsy 2013-14 Phase Viii Package No. Kr 14-13
Description
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Contact
Tender Id
2020_KSRD_89417_1Bid Award Id
ViewTender No
01-711HC-UT2020CE-KSRRDAKR1413Tender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cutting of trees including cutting of trunks , branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of servicable materials by manual means with all light as per technical specification clause 201. (Girth above 300mm to 600mm).
28
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334.44
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PAVEMENT COMPONENTS
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (CC)
14
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492.9
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (reinforced cement concrete)
19.44
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919.69
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202- upto 600mm
30
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266.02
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (DR Masonry)
178.14
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267.89
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Loosening of the ground upto a level of 300 mm below the subgrade level, watered,graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2
3454.2
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29.76
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
5691.47
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30.51
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
8512.93
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19.92
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COIR GEOTEXTILES as per specification H2m5 Warp-90 No/Mts,Weight-740 Gm/m2,Vycome Coir Yarn From chainage 2000 to 4600 M
15600
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85
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Construction of embankment with approved materials obtained from borrow pits with lift up to 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
6990.79
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132.24
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Haulage of materials(earth,optained from borrow pits) by tipper excluding cost of loading,unloading and stacking)
110104.94
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2.28
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1620.667
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3365.04
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1655.31
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3955.88
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
1592.2
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4145.79
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BITUMINOUS LAYERS
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"Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Low porosity)
"
21229.32
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44.61
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
21229.32
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14.87
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Providing, laying and rolling of open-graded premix chipping carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (NRMB)
21229.32
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201.61
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (Type C NRMB)
21229.32
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72.46
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CD WORKS
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Bailing out water by using 5HP engine and pumpset including all conveyance to site, erection, cost of fuel, lubricating oil and other stores, pay of staff etc.complete
34
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2780.46
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Providing for plain cement concrete (M15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
58.39
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8192.54
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications,clause 802,803,1202&1203(RCC grade M20)
2.3
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9061.14
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications,clause 802,803,1202&1203(RCC grade M25)
8.89
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9489.84
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Supplying, fitting, and placing TMT bar reinforcement(Fe 415) in superstructure complete as per drawing and technical specifications Clauses 1002,1005, 1010 and 1202
662.85
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69.31
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PROTECTION WORKS
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
389.52
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409.86
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Dry rubble masonry for retaining wall including all cost, conveyance, labour charges etc complete
1880.36
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2531.95
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Dry rubble masonry for retaining wall using departmental rubble including all labour charges etc complete
106.88
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837.2
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M20 over DR)
53.63
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9061.14
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SIDE DRAINS
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Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
192
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409.86
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M10)
48
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7854.24
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M15)
72
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8192.54
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 (P.C.C grade M 20 for wearing coat )
6
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8566.9
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C grade M 25 for foot slab)
6.75
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8972.21
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Supplying, fitting, and placing TMT bar reinforcement( Fe 415) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
540
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67.92
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Supply and fixing R.C.C. M15 boundary stone of size 60 X 20 X20 CMS and embeded in CC 1:4:8 block of size 0.45 X 0.45 X 0.45 m, plastering , painting etc complete
1275
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1091.99
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ROAD LOGO AND OTHER ROAD FURNITURE
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
6171
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0.65
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Supplying and fixing fabricated sign board of size 90x25cm and logo of size 60x60cm at the end of the road or second km of the road with 10gauge ms sheet supported by ISA 75x75x6mm. Fixing the board in cement concrete 14:8(using 40mm broken stone) blocks of size 45x45x60cm with bottom level of the board at 180 cm above ground level including painting 2 coats of required paint over a coat of iron primer, all labour charges, hire charges for fabrication and cost of materials etc complete
2
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5928.05
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Supplying and Fixing Fabricated caution sign board of size 90 X 90cm triangle on the road way whereever necessary with 16 gauge MS sheet in 75 x 75 x 6 mm frames and post for supporting the board. Fixing the board with MS Channel using bolding and nut and fixing the board in cement concrete 1:4:8 (using 40mm broken stone) blocks of size 45 x 45, 40cm with bottom level of board at 180 cm above ground level applying 2 coat of required paint over a coat of iron primer including all labour and hire charges for fabricating and cost of materil etc complete
22
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2482.42
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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12031.65
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703(Ordinary kilometer stone -precast)
6
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3048.45
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Reinforced cement concrete M15 grade hectometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ( 200 m stone -precast)
23
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780.25
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Total Construction cost
11067.1
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0.74
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Maintenance for 5 years
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-
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Maintenance for first Year after completion
5610
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300012
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Maintenance for second Year after completion
5610
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342871
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Maintenance for third Year after completion
5610
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428589
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Maintenance for fourth Year after completion
5610
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1285767
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Maintenance for fifth Year after completion
5610
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1928651
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Total Maintenance cost
5610
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1
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